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Home My WebLink About83-1763 - Hydrographic Plan_ L \ N � t1 C� 'i OENN/f 1 1 � l L S fl /ST/:V Ci D l'✓ELL �/vG 1 FF/77CVE E,7'/ STi/V G LB'v0/.wG K FxC�_ - 71w of ?E VF:Yr:Fn,r T" Fl c 7.9 y ,•— S,cc'' ! / � I - Z ---------__ _ � P SGS z -v REl//vcv/sI/F.� o /o T I '4.. i ! l/ - . . . . 1� 1 zo 30 4� PROF/!E l /Fi LSci'ni 4 \ ' s Y /'_-o o�cFU f� s✓sr.F/-) FlGCp Er=i i o O s. F. •; ! V 7 -- Iv so 60 �o BO 2';ra"/dA+L W/ .2 "x ('' C.eP 2 Imo_ k- il:n< a <. �.•, ^F rE _ /2'r'v�d. E/,'</IED/:'�//i I l `j/G SC�7LE� GENERAL NOTES 1. PLAN REFERENCE: LAND COURT PLAN 17002 B, LOT 7; 6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE HYDROGRAPHIC PLAN LOT LINE, TOPOGRAPHY AND OTHER SITE DATA OF HOT DIP GALVANIZED STEEL OR EQUAL. SHOWING j x b PREPARED BY OUTERMOST LAND SURVEYING OF 7. ALL TIMBER USED SHALL BE CONSISTENT WITH PROPOSED PIER, RAMP AND FLOAT BREWSTER, MA. WITH HYDROGRAPHIC AND TIDAL YARMOUTH CONSERVATION COMMISSION IN 3x1 DATA DETERMINED AND PROVIDED BY CAPE COD REQUIREMENTS. ENGINEERING, INC. 8. DECK PLANK SPACING SHALL BE A MINIMUM OF 1/2 BASS RIVER 2. ELEVATIONS REFER TO 1►ILW = 0.0. CONTACT CAPF. INCH. 54 GRANDVIEW DRIVE, SOUTH YARMOUTH, MA COD ENGINEERLVC, INC FOR ADDITIONAL BENCHNIARK 9. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT INFORMATION. BE STORED OR DISCARDED ON THE BANK OR BEACH. PREPARED FOR 3. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE THE BEACH AND BUFFER ZONE SHALL BE COMPLETELY°-.-' RIVER WITH LIMITED ACCESS DIRECTLY THROUGH CLEARED OF ANY DEBRIS ON A DAILY BASIS. A. '- RONALD R. JR. AND JUDITH A. PARISEAU THE PROPERTY. IO.R-A1IP AND FLOAT REMOVAL SHALL BE AT A SUITABLE 4. THE EXISTING STAIRS AND SHORT PIER SHALL BE OFF-SITE LOCATION. THE FLOAT SHALL NOT BE \Fw° APRIL 15, 2006 SCALE - AS NOTED c v:t REMOVED FROM THE SITE AND DISPOSED OF IN STORED ANYWHERE WITHIN THE RESOURCE. AREAS OR r PREPARED BY ACCORDANCE WITH APPLICABLE SOLID MATERIAL THE BUFFER ZONE ON THE PROPERTY. CAPE COD ENGINEERING, INC DISPOSAL PROCEDURES I LREFER TO ANY ORDER OF CONDITIONS ISSUED FOR ROBERT M. PERRY, P.E. 5. EXCAVATION SHALL BE LIMITED TO THAT NECESSARY THIS PROJECT. BY THE YARMOUTH CONSERVATION P.O. BOX 1517 FOR PILING INSTALLATION. WHERE NAVIGABLE COMMISSION AND OTHER PERMITTING AGENCIES FOR EAST DENNIS, MA 02641 WATER ALLOWS, PILINGS SHALL BE HAMMER DRIVEN. CONSTRUCTION SCHEDULE USE PROCEDURES AND . f'� dl7 06 srr/arp<Eit toc . 508-385-1445 MINIMUM PILING EMBEDMENT DEPTH SHALL BE 12 FT. GUIDELINES. �I 1 �I !I o /o T I '4.. i ! l/ - . . . . 1� 1 zo 30 4� PROF/!E l /Fi LSci'ni 4 \ ' s Y /'_-o o�cFU f� s✓sr.F/-) FlGCp Er=i i o O s. F. •; ! V 7 -- Iv so 60 �o BO 2';ra"/dA+L W/ .2 "x ('' C.eP 2 Imo_ k- il:n< a <. �.•, ^F rE _ /2'r'v�d. E/,'</IED/:'�//i I l `j/G SC�7LE� GENERAL NOTES 1. PLAN REFERENCE: LAND COURT PLAN 17002 B, LOT 7; 6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE HYDROGRAPHIC PLAN LOT LINE, TOPOGRAPHY AND OTHER SITE DATA OF HOT DIP GALVANIZED STEEL OR EQUAL. SHOWING j x b PREPARED BY OUTERMOST LAND SURVEYING OF 7. ALL TIMBER USED SHALL BE CONSISTENT WITH PROPOSED PIER, RAMP AND FLOAT BREWSTER, MA. WITH HYDROGRAPHIC AND TIDAL YARMOUTH CONSERVATION COMMISSION IN 3x1 DATA DETERMINED AND PROVIDED BY CAPE COD REQUIREMENTS. ENGINEERING, INC. 8. DECK PLANK SPACING SHALL BE A MINIMUM OF 1/2 BASS RIVER 2. ELEVATIONS REFER TO 1►ILW = 0.0. CONTACT CAPF. INCH. 54 GRANDVIEW DRIVE, SOUTH YARMOUTH, MA COD ENGINEERLVC, INC FOR ADDITIONAL BENCHNIARK 9. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT INFORMATION. BE STORED OR DISCARDED ON THE BANK OR BEACH. PREPARED FOR 3. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE THE BEACH AND BUFFER ZONE SHALL BE COMPLETELY°-.-' RIVER WITH LIMITED ACCESS DIRECTLY THROUGH CLEARED OF ANY DEBRIS ON A DAILY BASIS. A. '- RONALD R. JR. AND JUDITH A. PARISEAU THE PROPERTY. IO.R-A1IP AND FLOAT REMOVAL SHALL BE AT A SUITABLE 4. THE EXISTING STAIRS AND SHORT PIER SHALL BE OFF-SITE LOCATION. THE FLOAT SHALL NOT BE \Fw° APRIL 15, 2006 SCALE - AS NOTED c v:t REMOVED FROM THE SITE AND DISPOSED OF IN STORED ANYWHERE WITHIN THE RESOURCE. AREAS OR r PREPARED BY ACCORDANCE WITH APPLICABLE SOLID MATERIAL THE BUFFER ZONE ON THE PROPERTY. CAPE COD ENGINEERING, INC DISPOSAL PROCEDURES I LREFER TO ANY ORDER OF CONDITIONS ISSUED FOR ROBERT M. PERRY, P.E. 5. EXCAVATION SHALL BE LIMITED TO THAT NECESSARY THIS PROJECT. BY THE YARMOUTH CONSERVATION P.O. BOX 1517 FOR PILING INSTALLATION. WHERE NAVIGABLE COMMISSION AND OTHER PERMITTING AGENCIES FOR EAST DENNIS, MA 02641 WATER ALLOWS, PILINGS SHALL BE HAMMER DRIVEN. CONSTRUCTION SCHEDULE USE PROCEDURES AND . f'� dl7 06 srr/arp<Eit toc . 508-385-1445 MINIMUM PILING EMBEDMENT DEPTH SHALL BE 12 FT. GUIDELINES.